{"text_format":"3","workbook":"xls","n_sheets":2,"sheets":["BoQ1","Macros"],"not_rendered":{"macros":1,"external_links":4,"defined_names":38,"comments":2},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"BoQ1","index":0,"n_rows":48,"n_cols":243,"rows_kept":48,"hidden":true,"merged":[[0,0,0,11],[3,0,3,54],[4,0,4,54],[5,0,5,54],[6,0,6,54],[8,0,8,54],[47,2,47,54]],"flags":["formulas_cached_only"]}
["Percentage BoQ"]
["BoQ_Ver4.0","Percentage","Normal","INR Only","INR"]
["Select, At Par, Excess (+), Less (-)",null,"IOCL","Select","Excess (+)","Less (-)","Excess (+)","Less (-)"]
["Tender Inviting Authority:  Executive Engineer, Darjeeling Engineering Division, GTA."]
["Name of Work: (a) Restoration of protecction wallDamaged by Landslide  between road cennecting Old Hemlata School to lower Ratomatey Sonda, Dist Darjeeling.  (b) Restoration of Road Damaged by Landslide  between road connecting Milling Busty to Indreni Falls.   (Sl No. 6/a & b/SDRF)"]
["Contract No: 651/DMCD(SDRF)/NIeT/EE/DED(ES-II) GTA 2025-26 "]
[" "]
["Name of the Bidder/ Bidding Firm / Company :"]
["."]
["NUMBER #","TEXT #","TEXT #","NUMBER #","TEXT #","NUMBER","NUMBER","TEXT","TEXT #","NUMBER #","TEXT#","TEXT #","NUMBER #","NUMBER","NUMBER","NUMBER","NUMBER","TEXT","TEXT","NUMBER","NUMBER","NUMBER","NUMBER","TEXT","TEXT","NUMBER","NUMBER","NUMBER","NUMBER","TEXT","TEXT","NUMBER","NUMBER","NUMBER","NUMBER","TEXT","TEXT","NUMBER","NUMBER","NUMBER","NUMBER","TEXT","TEXT","NUMBER","NUMBER","NUMBER #","NUMBER #","TEXT","TEXT","NUMBER #","NUMBER #","DATE","NUMBER #","NUMBER #","TEXT #"]
["Sl.\nNo.","Item Description","Item Code / Make","Quantity","Units","Estimated Rate in \nRs.     P",null,null,"Addition / Deduction","Addition / Deduction Values","Currency Convertion against each Item","Quoted Currency in INR / Other Currency","BASIC RATE In Figures To be entered by the Bidder \nRs.      P\n ","Excise Duty","VAT","Freight Charges ( Unloading & Stacking)","Any Other Taxes/Duties/Levies",null,null,"Other Taxes 2","IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax","Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category ",{"$nulls":30},"TOTAL AMOUNT  Without Taxes in \nRs.     P","TOTAL AMOUNT  With Taxes in \nRs.     P","TOTAL AMOUNT \nIn Words"]
[1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55]
[1,"6 (a) Restoration of protecction wall road cennecting Old Hemlata School to lower Ratomatey Sonda.\nLand Slide Clearance in Soil \nClearance of land slides in soil and ordinary rock by a \nbull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side ",null,{"v":202.5,"d":"202.500"},"cum",{"v":61.8,"d":"61.80"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":12514.5,"d":"12514.50"},{"v":12514.5,"d":"12514.50"},"INR  Twelve Thousand Five Hundred & Fourteen  and Paise Fifty Only",{"$nulls":183},2,"Construction of chamber for 100mm sluices valve","item3",10,"Nos"]
[2,"\nExcavation for Structures \nEarth work in excavation of foundation of structures \nas per drawing and technical specification,  \nincluding setting out, removing, spreading or \nstacking of spoils within a lead of 150 m. as directed \nand including trimming the sides of the trenches, \nleveling, dressing and ramming the bottom, and \nbackfilling with approved material complete as per \ndirection of the Engineer-in-Charge  . \nI. In all sorts of soil excluding marshy soil & rocks \n(soft or hard) by manual means. \n a) upto 3 m depth                                                                        (iv)   Without pumping out water and shoring ",null,{"v":52.56,"d":"52.560"},"cum",{"v":114,"d":"114.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},5991.84,5991.84,"INR  Five Thousand Nine Hundred & Ninety One  and Paise Eighty Four Only"]
[3,"Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. \n(i) (1:3:6) proportion",null,974.972,"cum",3251.68,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},3170296.95,3170296.95,"INR  Thirty One Lakh Seventy Thousand Two Hundred & Ninety Six  and Paise Ninety Five Only"]
[4,"Hire and labour charges for Shuttering with or \nwithout staging upto 4.0 m height using approved \nstout props with wooden planks/ply wood/steel \nsheet plate with required bracing for any kind of \nplain or reinforced concrete works in all sorts of \nminor structure including culvert, box culvert, cross\ndrain etc. The rate is inclusive of fitting, fixing and \nstriking out after completion of work as per \nspecification and direction. \n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.",null,{"v":345.86,"d":"345.860"},"Sqm",{"v":214,"d":"214.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},74014.04,74014.04,"INR  Seventy Four Thousand  &Fourteen  and Paise Four Only"]
[5,"Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.",null,{"v":118.2,"d":"118.200"},"Each",{"v":117,"d":"117.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":13829.4,"d":"13829.40"},{"v":13829.4,"d":"13829.40"},"INR  Thirteen Thousand Eight Hundred & Twenty Nine  and Paise Forty Only"]
[6,"Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. \nA) Granular material",null,{"v":53.36,"d":"53.360"},"cum",3068.28,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},163723.42,163723.42,"INR  One Lakh Sixty Three Thousand Seven Hundred & Twenty Three  and Paise Forty Two Only"]
[7,"Dry Rubble Flooring Construction of dry rubble flooring at cross drainage works for relatively less important works.",null,{"v":440.64,"d":"440.640"},"cum",2142.92,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},944256.27,944256.27,"INR  Nine Lakh Forty Four Thousand Two Hundred & Fifty Six  and Paise Twenty Seven Only"]
[8,"Water Bound Macadam Base Course \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \n(i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm)\nB. Manual Means ",null,{"v":234.09,"d":"234.090"},"cum",2440.92,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},571394.96,571394.96,"INR  Five Lakh Seventy One Thousand Three Hundred & Ninety Four  and Paise Ninety Six Only"]
[9,"Prime Coat \nProviding and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)",null,{"v":3672,"d":"3672.000"},"Sqm",31.77,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},116659.44,116659.44,"INR  One Lakh Sixteen Thousand Six Hundred & Fifty Nine  and Paise Forty Four Only"]
[10,"Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.",null,{"v":3672,"d":"3672.000"},"Sqm",89.05,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":326991.6,"d":"326991.60"},{"v":326991.6,"d":"326991.60"},"INR  Three Lakh Twenty Six Thousand Nine Hundred & Ninety One  and Paise Sixty Only"]
[11,"Tack Coat \nProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).                         (ii) On Granular surfaces treated with primer \n(Using Bitumen emulsion at the rate of 0.25 to \n0.30 kg per sqm.) ",null,{"v":3672,"d":"3672.000"},"Sqm",11.19,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},41089.68,41089.68,"INR  Forty One Thousand  &Eighty Nine  and Paise Sixty Eight Only"]
[12,"Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \nII By Manual Means \nWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) ",null,{"v":3672,"d":"3672.000"},"Sqm",41.25,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":151470,"d":"151470.00"},{"v":151470,"d":"151470.00"},"INR  One Lakh Fifty One Thousand Four Hundred & Seventy  Only"]
[13,"Construction of \"V\" Typre drain 60cm wide and  30CM deep including cost and carriage of all materials to work site and other necessary charges all complete.",null,{"v":680,"d":"680.000"},"Mtr",1387.94,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":943799.2,"d":"943799.20"},{"v":943799.2,"d":"943799.20"},"INR  Nine Lakh Forty Three Thousand Seven Hundred & Ninety Nine  and Paise Twenty Only"]
[14,"Construction of \"BOX\" Typre drain 30cm wide and  30CM deep including cost and carriage of all materials to work site and other necessary charges all complete.",null,{"v":140,"d":"140.000"},"Mtr",1566.46,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":219304.4,"d":"219304.40"},{"v":219304.4,"d":"219304.40"},"INR  Two Lakh Nineteen Thousand Three Hundred & Four  and Paise Forty Only"]
[15,"Road furniture Works\nConstruction of Parapet",null,{"v":75,"d":"75.000"},"Each",{"v":2012,"d":"2012.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":150900,"d":"150900.00"},{"v":150900,"d":"150900.00"},"INR  One Lakh Fifty Thousand Nine Hundred    Only"]
[16,"6 (a) Restoration of road connecting Milling Busty to Indreni Falls.\nLand Slide Clearance in Soil \nClearance of land slides in soil and ordinary rock by a \nbull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side ",null,{"v":899.1,"d":"899.100"},"cum",{"v":61.8,"d":"61.80"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},55564.38,55564.38,"INR  Fifty Five Thousand Five Hundred & Sixty Four  and Paise Thirty Eight Only",{"$nulls":183},2,"Construction of chamber for 100mm sluices valve","item3",10,"Nos"]
[17,"\nExcavation for Structures \nEarth work in excavation of foundation of structures \nas per drawing and technical specification,  \nincluding setting out, removing, spreading or \nstacking of spoils within a lead of 150 m. as directed \nand including trimming the sides of the trenches, \nleveling, dressing and ramming the bottom, and \nbackfilling with approved material complete as per \ndirection of the Engineer-in-Charge  . \nI. In all sorts of soil excluding marshy soil & rocks \n(soft or hard) by manual means. \n a) upto 3 m depth                                                                        (iv)   Without pumping out water and shoring ",null,{"v":50.53,"d":"50.530"},"cum",{"v":114,"d":"114.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},5760.42,5760.42,"INR  Five Thousand Seven Hundred & Sixty  and Paise Forty Two Only"]
[18,"Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. \n(i) (1:3:6) proportion",null,{"v":777.96,"d":"777.960"},"cum",3251.68,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},2529676.97,2529676.97,"INR  Twenty Five Lakh Twenty Nine Thousand Six Hundred & Seventy Six  and Paise Ninety Seven Only"]
[19,"Hire and labour charges for Shuttering with or \nwithout staging upto 4.0 m height using approved \nstout props with wooden planks/ply wood/steel \nsheet plate with required bracing for any kind of \nplain or reinforced concrete works in all sorts of \nminor structure including culvert, box culvert, cross\ndrain etc. The rate is inclusive of fitting, fixing and \nstriking out after completion of work as per \nspecification and direction. \n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.",null,{"v":335.77,"d":"335.770"},"Sqm",{"v":214,"d":"214.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},71854.78,71854.78,"INR  Seventy One Thousand Eight Hundred & Fifty Four  and Paise Seventy Eight Only"]
[20,"Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.",null,{"v":113,"d":"113.000"},"Each",{"v":117,"d":"117.00"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":13221,"d":"13221.00"},{"v":13221,"d":"13221.00"},"INR  Thirteen Thousand Two Hundred & Twenty One  Only"]
[21,"Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. \nA) Granular material",null,38.793,"cum",3068.28,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},119027.79,119027.79,"INR  One Lakh Nineteen Thousand  &Twenty Seven  and Paise Seventy Nine Only"]
[22,"Dry Rubble Flooring Construction of dry rubble flooring at cross drainage works for relatively less important works.",null,{"v":440.64,"d":"440.640"},"cum",2515.88,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},1108597.36,1108597.36,"INR  Eleven Lakh Eight Thousand Five Hundred & Ninety Seven  and Paise Thirty Six Only"]
[23,"Water Bound Macadam Base Course \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \n(i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm)\nB. Manual Means ",null,{"v":275.4,"d":"275.400"},"cum",2495.74,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":687326.8,"d":"687326.80"},{"v":687326.8,"d":"687326.80"},"INR  Six Lakh Eighty Seven Thousand Three Hundred & Twenty Six  and Paise Eighty Only"]
[24,"Prime Coat \nProviding and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)",null,{"v":3672,"d":"3672.000"},"Sqm",31.81,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},116806.32,116806.32,"INR  One Lakh Sixteen Thousand Eight Hundred & Six  and Paise Thirty Two Only"]
[25,"Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.",null,{"v":3672,"d":"3672.000"},"Sqm",89.45,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":328460.4,"d":"328460.40"},{"v":328460.4,"d":"328460.40"},"INR  Three Lakh Twenty Eight Thousand Four Hundred & Sixty  and Paise Forty Only"]
[26,"Tack Coat \nProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).                         (ii) On Granular surfaces treated with primer \n(Using Bitumen emulsion at the rate of 0.25 to \n0.30 kg per sqm.) ",null,{"v":3672,"d":"3672.000"},"Sqm",{"v":11.2,"d":"11.20"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":41126.4,"d":"41126.40"},{"v":41126.4,"d":"41126.40"},"INR  Forty One Thousand One Hundred & Twenty Six  and Paise Forty Only"]
[27,"Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \nII By Manual Means \nWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) ",null,{"v":3672,"d":"3672.000"},"Sqm",41.51,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},152424.72,152424.72,"INR  One Lakh Fifty Two Thousand Four Hundred & Twenty Four  and Paise Seventy Two Only"]
[28,"Construction of \"V\" Typre drain 60cm wide and  30CM deep including cost and carriage of all materials to work site and other necessary charges all complete.",null,{"v":720,"d":"720.000"},"Mtr",1437.21,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":1034791.2,"d":"1034791.20"},{"v":1034791.2,"d":"1034791.20"},"INR  Ten Lakh Thirty Four Thousand Seven Hundred & Ninety One  and Paise Twenty Only"]
[29,"Construction of \"BOX\" Typre drain 30cm wide and  30CM deep including cost and carriage of all materials to work site and other necessary charges all complete.",null,{"v":140,"d":"140.000"},"Mtr",1568.06,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":219528.4,"d":"219528.40"},{"v":219528.4,"d":"219528.40"},"INR  Two Lakh Nineteen Thousand Five Hundred & Twenty Eight  and Paise Forty Only"]
[30,"Construction of  150m Span cross drainage works.",null,{"v":2,"d":"2.000"},"Each",478293.48,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},956586.96,956586.96,"INR  Nine Lakh Fifty Six Thousand Five Hundred & Eighty Six  and Paise Ninety Six Only"]
[31,"Road furniture Works\nConstruction of Parapet",null,{"v":75,"d":"75.000"},"Each",1981.12,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":148584,"d":"148584.00"},{"v":148584,"d":"148584.00"},"INR  One Lakh Forty Eight Thousand Five Hundred & Eighty Four  Only"]
[32,"Add 18% GST",null,{"v":1,"d":"1.000"},"Each",2609203.25,null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},2609203.25,2609203.25,"INR  Twenty Six Lakh Nine Thousand Two Hundred & Three  and Paise Twenty Five Only"]
[33,"Add 1% Labour Cess",null,{"v":1,"d":"1.000"},"Each",{"v":171047.2,"d":"171047.20"},null,null,"Excess(+)",1,"Full Conversion","INR",{"$nulls":40},{"v":171047.2,"d":"171047.20"},{"v":171047.2,"d":"171047.20"},"INR  One Lakh Seventy One Thousand  &Forty Seven  and Paise Twenty Only"]
["Total in Figures",{"$nulls":51},17275824.05,17275824.05,"INR  One Crore Seventy Two Lakh Seventy Five Thousand Eight Hundred & Twenty Four  and Paise Five Only",{"$nulls":183},4,"Construction of chamber for 100mm sluice plates","item5",10,"Nos"]
["Quoted Rate in Figures",{"$nulls":3},"Select",{"$nulls":47},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"INR Zero Only"]
["Quoted Rate in Words",null,"INR Zero Only"]

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